Design Loads. 1. Structural loading imposed by any of Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
a. Stores located on supported slabs (levels other than on-grade): 75 lbs. per square foot.
b. Common Areas, mall courts, and galleries: 75 lbs. per square foot.
c. On-grade slabs: 125 lbs. per square foot.
d. Roof: 20 lbs. per square foot.
Design Loads. Structural system has been designed to carry a live load of 80 lbs. per sq. ft. plus 20 lbs. per sq. ft. partition allowance and Tenant shall not impose any live load in excess of the foregoing.
Design Loads. The Company shall select the appropriate design loads or pressures that the civil structures must be able to withstand. In no case, however, shall the design loads and factor of safety be less than the appropriate values specified in the references or standards listed on this Schedule. Components of the Facilities shall be designed to have the following economic life: Material Recovery Facility/Transfer Station [] Sanitary Landfill [] Access and On-site Roads [] Equipment [] Others [] The Company shall not use any materials or equipment without any proven track record of economic life. For this purpose, the Company shall submit to the LGU evidence of such track record showing that the proposed materials have an expected working life of at least [] times the economic life specified in the table above. All materials shall be designated by the appropriate industry standard quality classification.
Design Loads. Floors Structural floor systems shall be designed with the minimum live loads, including partitions: Dock areas 150-200 psf All other areas 100 psf
Design Loads. As indicated.
Design Loads. (a) Structural loading imposed by any of Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
(i) Within the Premises: 75 lbs. per sq. ft. live load and 20 lbs. per sq. ft. for partitions.
(ii) Common areas, malls, courts and galleries: 100 lbs. per sq. ft.
(iii) Root: 20 lbs. per sq. ft. live load and 110 lbs. per sq. ft. dead load.
Design Loads. This Section 4-1.4 [Design Loads] sets out loads to be accounted for in the design of Structures, which are additional to those in CAN/CSA S6 and the NBCAE, as applicable.
Design Loads. A. This Section 4-1.5 [Design Loads] sets out loads to be accounted for in the design of Structures, which are additional to those in CAN/CSA S6 or the ABC, as applicable.
B. The loads given in this Section 4-1.5 [Design Loads] are listed as minimum loads. Actual On- track Vehicle loads or other loads exceeding these minimum loads shall be used if these result in more unfavourable effects.
Design Loads. A. Roofs and related structural framing and demising partitions have not been designed for any additional imposed loads. Any structural changes to compensate for additional loading where required by Tenant’s design for Additional Premises III is to be designed by Tenant’s architect or structural engineer and built by Tenant’s Contractor.
B. Floor loading imposed on the floor slab by Tenant on a temporary or permanent basis shall not exceed allowable live loads, without additional structural supports approved by Landlord.
Design Loads. The following invitations shall be observed by Tenant in the conduct of Tenant's Work.
1. No suspended loads will be attached to the underside of the floor or roof structures without Landlord's written approval.
2. No wall mounted fixtures will be permitted other than those approved in writing, by Landlord. Tenant acknowledges that the stud and drywall demising walls are not designed to support wall mounted fixtures.
3. No load shall be imposed upon any floor areas of the Leased Premises in excess of 100 pounds per square foot, maximum.
